万能分离钢柱动力冲击试验与数值研究

J. Mehrmashhadi, M. A. Pajouh, J. D. Reid
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引用次数: 0

摘要

一种封闭的护栏系统,被称为“牛鼻”护栏系统,以前是为了防止失控的车辆落入大象陷阱而开发的。牛鼻型护栏系统最初使用控制释放终端(CRT)木柱来帮助系统吸收能量。然而,CRT的使用有几个缺点,如分级和需要定期检查。随后,中西部路边安全设施的研究人员开发了通用分离钢柱(UBSP),作为CRT的替代品。本研究通过数值模拟和构件试验(转向架试验)研究了UBSP对弱轴和强轴的冲击性能。利用先进的有限元软件LS-DYNA建立了数值模型,模拟了对UBSP的影响。数值计算结果与实验数据进行了比较。建议进一步开展土壤模型研究。数值模型将用于研究UBSP的其他应用,如中西部护栏系统(MGS)大跨度系统、护栏终端设计或碰撞缓冲。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental and Numerical Investigation of Dynamic Impact on Universal Breakaway Steel Post
A closed guardrail system, known as “bullnose” guardrail system, was previously developed to prevent out-of-control vehicles from falling into the elephant trap. The bullnose guardrail system originally used Controlled Release Terminal (CRT) wood posts to aid in the energy absorption of the system. However, the use of CRT had several drawbacks such as grading and the need for regular inspections. Universal Breakaway Steel Post (UBSP) was then developed by the researchers at Midwest Roadside Safety Facility as a surrogate for CRT. In this study, the impact performance of UBSP on the weak-axis and strong-axis was studied through numerical modeling and component testing (bogie testing). A numerical model was developed using an advanced finite element package LS-DYNA to simulate the impact on UBSP. The numerical results were compared to experimental data. Further research on soil models was recommended. The numerical model will be used to investigate other applications for UBSP such as the Midwest Guardrail System (MGS) long span system, guardrail end terminal designs, or crash cushions.
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